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HomeMy WebLinkAboutzW-3776SetCTERSECTED CO �TOE)GSTING12 DIWATERMAINWITH. PORTION OF HEM 114 OFSECTION6, TAP, 22N, RGE. SE, WM INTERSECTION I I- 12"x8" TAPPING TEE(MJxFL) 24 ADS I- $ "GV(xM� KIlVG COUNTY, WASHWGTON ;12.it;,9nzs (SEE CONNECTION DETAIL PER DIA.H a STD.PLANNO.300.1) LGN\ R- "14 ROl 124.91 ° \ STA: 13+72.28,13.33'L TBM NV 119.10 (c " ") - N V S5 -0H ,12JO59CHL I - , INSTALL: SSIAH u'] 11885 (N) ! , �Rff1= 126.9't STA: 12 +7037, 10.64'L I 2 "BLOWOFFASSY. RIM = 771.92 Iv] n865 (c'/) my -103.2 ;CTH, CHANNEL m ,w) 8 DI NEW WATER MAIN WITH "VERTTCAL SS ITV= 162.86 (GTR. --� / I, I ITV -/ 47 �nenml� FD J n I °._N _- -.. -. _. W8"GV(FLBLOCK) PERRRENTONSTD. PLANNO. 300.6 NF1 Ew) ✓ r -- - - w/IHRUSTBLOCKING BELL TEL IAH ' / r J2/lV__ _- __ _ RIM 123_>8 T /TT T _ C ., 'D'P I'/lR / S� ° T /7T�/7 X717 �/T/7�///�1777T��7 TT7 /17 1-7-1 � -_ E R. ,V n (' E OF M, / 267L--8 ' D.l. SOUTHSSTHS f0NF 8'Ot. c 1982 60' V 165.65 ,w- v2.83 - -� �� /T�­l77TTC ll' 1ti Dp4 r l- 39 r/� c /l. of RO.W A% or eEnRDIGS � w SSSUH 55 -N -. 72 +(l(Y ) S&B -2Y05' o / RNA! '09.,0 •� `�7/ 7 ,= /�� / - T 1� +DD a" ss _ RIM= 106.56 ON 100.88 (CTR -_ z -- cc -- _ -_ C . 14 +94 63 - -- - UN =96.56 N - -1?/1% _ -._- -T �.- ° 7 /4, _ �0•I 8B2T05° LA 3/.86 _ -_- GAS- -r''-& -EYED S O DID OF EXb71NG 12' W -�/ S - } vPA1fNEL EL9) w TELL. R; ERA Iffy =9646 (CTR. :HANNEL E, 11) 1® - - _ o r �_ 32'55 W SAS _ _ T -- `� �5 J/ STA: U+44.84 SR o / 3351E 6'D.I. SP001- _ GRAVEL - GAS ,o- G/1S - L/ op P • „p 12 CdP m° STA:20+3831,4.47L O' /30'._ -' I I - 'S 8B27'05°E- 6.47 coNxECrrDEnrrINGlz "warnx D .o.w. R.o. / R /,L SCALE: 1" - 30' -_ - I -12 "SLEEVE (MJ) INSTALL: i - - - - - - - - _ - l i5LF 12' OJ. \ GRASS I� i-12"DSTBLOCKIN (1Mn 1- 4'15TORZFTG.Y \I // 30 15 0 30 60 w/fHRUSTBLl1CKING YYYIII i'III� POLYPIG STATTONONNEW 1- 2ILF 6 "DI SPOOL I i 12" W(SEEPLANB300.6) 10' MIN. (��) s �r ♦ SANITARY SEWER NOTES AND SPECIFICATIONS: v I m LOT #17 CO' - - LOT #1 SURFACE WATER STANDARD PI'A NOTES THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASIERWATER INSTALL223°BEND( ¢ _ �I;J /\ -- Lr. HL,In: -__ .I S IE=14 DLOTSWm1aNEINGN j AND EXAMPLE OFCONSTRUCTIONSEQUENCE DRIED. S FF -144.0 IE 1390 CO. INSTALL: " 1VN x _ I / , 7. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE _ iISE L - _ _ _ - J ' 1 wAT� SCE � w- i' SURFACE WATER STANDARD NOTES: STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING BUILDING PUBLIC WORKS DEPARTMENT AND THE LATEST W ?JBiUSTBLGCKING / / / z ` c III ° - - PRESSURE WATER REDUCING- J /,r ' 1. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY. EDITION OF THE WSDOT/APW A STANDARDS AND SPECIFlCATKKNS, AS r - - - - - - - - - 5. IV VALVE PER STD. PLAN ND. APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON 0 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A b - /,Ym� - - - STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS ° 14- L - PRE- CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN z i SHALL BE KEPT ON ME SITE AT ALL TIMES DURING CONSTRUCTION. I I I RENEW SECTION AND THE APPLICANT. o ? z 03. ALL DESIGN AND CON THE LATEST SHALL BE IN ACCORDANCE WITH ME RENTON 2. THE HOURS OF WORK IN THE STREET RIGHT' OF WAY SHALL BE PER LOT #16 MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR CITY WRITING Y THE ON WEEKDAYS UNNLESS OTHERWISE APPROVED IN WRITING BY ME PLANNING BUILDING PUBLIC WORKS DEPARTMENT _ I ! GOAD, BRIDGE AND MUNICIPAL CIATION CAPON PREPARED E BY THE AND THE / / FF =144.0 t AMERICAN PUBLIC WORKS DEPARTMENT A SHALL . AS AMENDED BY THE CITY AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO cD 10• Lml (1vP.) -LOT #2 I' RENTON PUBLIC WORKS DEPAR SENT. R SHALL BE HE SOLE RESPONSIBILITY OF BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. ? Z; L - - - IE -139.0 - �. �0! PLANTER FF =154.0 I THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND S895428 £ 135.23' - Y1+01 i C.O. I OMISSION OR VARIATION FROM THE A60VE REQUIREMENTS FOUND IN THIS PLANS. ALL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE CORRECTIONS SFALI. BE AT NO ADDITIONAL COST 70 THE CITY. AND CORRECT LOCARON SO AS TO AVOID DAMAGE OR DISTURBANCE y - ! i 6+93).0 - - - I, 4. APPROVAL OF THIS ROAD, GRADING. PARKING AND DRAINAGE PLAN DOES NOT 4. APRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NO/ICE SIUL/. F _ - - - (o83j r CONSTRUE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER BE REQUIED PRIOR TO STARTING NEW CONSTRUCTION R SMALL BE U: - y Oi8 CONVEYANCE SEWER CONVEYANCE GAS, ELECTRICAL. ETC.) THE SURFACE WATER THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECL3SWY ^ I •. I ! ( �- - - - - - PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE •V DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAL PEWS, '.I ' _I -CIE =149.0 I,, REQUARE RITTEN APPROVAL FROM THE CITY OFF RENTON FROM PUBLIC WORKS APPROVED PLANS WILL SHALL ACCOMPLISHED THE REPRESENTA71VE OF THE TO CITY NO FY THE PUBLIC IT Q I I TRACT 998 24.0 DEPARTMENT, SURFACE WATER UTILITY SECTION. WORKS INSPECTORS 24 HOURS IN ADVANCE OF B4CKFlWNG ALL w SPACE LOT #3 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION. \ �i A. I I OPEN SPACE FF =I54.0 CONSTRUCTION IS IN PROGRESS 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 0 ~ I FF =134.0 LOT #Io5 I I I 6. GRADING ACINTTIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 AM. TO 7 SEQUENCE OF CONSIRUC710NAND FOR THE SAFETY OF WORKS AND LOT #14 12. ' 1;.0' , I - - - '� P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHER ON THE CONSTRUCTION SITE. L - - - - - - - - J OTHERWISE APPROVED WITH A WRIIJEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN 'I TRAC7'9 I °I �: 7 R SWllL BE THE APP(LWYS /CONTRAC7OR'S RESPONSIBILITY TO OBTAIN ALL STREET USE AND ANY OTHER RETRIED PERMITS PRIOR TO ANY DETENTIC N '..I _ CONSTRUCTION EASEMENTS NECESSARY BEFORE INM4TING OFF -SITE WORK. CONSTRUCTION. III o im EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS + VAULT. w o, „�" o DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. n n 20' ACCESS D/W CUT START 8. FRANCHISED UTILITIES OR OTHER INSTALLATIOS THAT ARE NOT SHOWN ON THESE /I I o (o o iI & UTILITY STA 2 +59.38 I + Y� I 6' PLC SIDE SEW O 2% Nw. n APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE U PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER WHENEVER CONSTRUCTION IS IN PROGRESS. MI I L =- - =J EASEMENT - J ST8 ALL: TR- - #4x4� DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9.. THE CONTRACTOR SHALL PROVIDE THE COY OF RENTON WITH AN c Q I • •� p E0.1450 FF- 150.0 i,l, 3 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. A5 -BUILT DRAWING OF THE SANITARY SEWER SYSTEM. WHICH HAS a o f y REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER (0+00) - - - 1n 10. ANY DEWATERING SYSTEM NECESSARY' FOR THE CONSTRUCTION OF STORMWATER OR LICENSED PROFESSIONAL SURVEYOR. STA. 22+69.45, 1.988 u� SSMH #3 - - �- - - - - _ _ J ° FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. &CKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE CONNECT TO EXISTING 12 "DI WATER MAIN WITH: $ "' h �� 180LF 8° PVC 32 +00 3 + I ° 11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFlLLED AND IN LAYERS WITH A LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM •`+ m _2+54- 34, 2.84'L " 1 COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. DEPTH OF 8 INCHES, MOROUGHTIY TAMPING EACH DYER TO 95 1-12 z8 "FLANGETFE ., 1 -12 "GV (MI) SS (ON.pS� _ _INSTALL: 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST `O / GO. 1- 8"D.1. 4°BEND DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO 1- 8"c8 -DI REPAIR SLEEVE (Ml) VI RENTON AND N07ED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE / '� THE SIDE OF THE TRENCH. M4TER4LLS TO COMPLETE THE FILL OVER 1-8 "DI SPOOL CUT TO LENGTH SS % IE =145.0 w/fHRUSTBLOCKING PIPE SHALL BE THE WE AS DESCRIBED. In p RESTORED IN ACCORDANCE DARN THE CRY OF RENTON TRENCH RESTORATION 3 00 0 2' GRAVEL / \- ' ' STANDARDS. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 6L _ All ACCESS LOT #13 / LOT #S ' 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING TRAVELED ROADWAY SHALL BE BACKPLLED WITH CRUSHED ROCK AND ROAD FF =136.0 / �_ AND BUILDING CONSTRUCTION, AND THEY MUST BE S77SFACTORILY MAINTAINED UNTIL MECHANICALLY COMPACTED UNLESS APPROVED BY 8• p.l. U. 2 '' \p5 FF =150.0 CONSTRUC7ON IS COMPLETED AND THE POTENNJ. FOR ON -SITE EROSION HAS 12. DATUM FOR VERTICAL CONTROL SHALL BE NORM AMERICAN VERTICAL A/C DRIVELVAY / 1 J / �0 \\ III PASSED. DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH / s p J ; AF B° D.I. .�O �''iL - - J! 14. ALL RETENTION /DETENTION FACILITIES MUST 77 INSTALLED AND IN OPERATION PRIOR 0 AMERICAN DATUM F RENTON PUBLIC S UNLESS DEPARTMENT 1 TA 8• UI �'_ _ _ _ TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CRY OF RENiON PUBLIC WORKS DLPARIMENT. 31.0 STA. 2 +84.29, 3.408 APPROVED BY THE PUBLIC WORKS DEPARTMENT SURFACE WATER UTILITY SECTION REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 0 +i6 `� 15. ALL PIPE AND APPB7ENANCES SHALL BE WO ON A PROPERLY PREPARED 13 ALL DISTRUBED AREAS SHALL BE SEEDED AND MULCHED OR SM '2 +84.11 - - - STA:22+6919 INSTALL: _X21 p I- _ _ _ _ _ INST�'1" FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD OTHERWISE STABILIZE) TO THE S417SFAC77ON OF THE DEPARTMENT INSTALL: .O. -` -7 1 x 101E 8' D.D 1 -8 "TILL. 45- BEND (1MJ) I SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION 1 8' D.I. DI45 °BEND (MJ) ¢ s I w/PHRUST BLOCKING NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATON OF CONSTRUCTION. 1- 8 "DJ.45 °BEND(M!) w 117=1 .0 3 w 1 ( I UST BLOCKING `S vl 14. ALL PIPE AN APP N A PROPERLY w /IHRUSTBLOCKING /IFTH o 15' UTILITY o 1 D/W CUT END 4� M47ERAE AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING D FOUNDATION IN ACCORDANCE WITH 0 _ EASEMENT A; 2 +y1.yp / 48.0 I SUPPORT. 70 UNIFORM GLADE E THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND S, 1SA #2A LOT #12 1 / Co. 143.0 p I SUPPORTED AS A UNIFORMLY DENSE UNYIELDING WE ALL PIPE BEDDING SHALL WORKS ATONS OF THE COY OF RENTON PLANINGHBUDDING /PUBLIC IE =143.0 BE APWA CLASS °C; WITH ME IXCET'7ION OF PVC PIPE WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA SD'AH ¢ TRACC997 \ FF =134.0 ; o (�2) I 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE / \ CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. RnJ= 116.8] _o NGPA / L - - - - - - - - - - - - - J BETTER INSIDE AND OUTSIDE THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM INV- 111.62 (NE) >- 17. ALL ORP ACE STRUCTURE, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE -2 STA: 2 +96.63, 15.81 R - - - - SOLD LOCKING LIDS ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT OR THE TOP OF THE FOUNDATON MATERIAL, AS WEL AS PLACEMENT NdV= n 1 S7 (S) n GALE 6' PVC - - INSTALL: '�. - - - - - RETENTION / DETENTON FACILITY SHALL HAVE SOLID LOCKING LIDS. AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM �Af1 ,Fl O 2A MIN. ,. / • -'I� GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE / N L A/C D.4WEV•AYj R.R.W. n ! o Z IX 3 0 ..W. °v J ^_ �' F 1` \ \\ ( a 5 TP POWER, GALS TELEPHONE TELEVISION). ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR n 8557200020 m N A 1} ' z � z F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND M4INTAJNED BY m r Q n A 8557200030 8557200060 SSIfh 85572000 THE LOT HOME OWNER. SHALL CONPRIOR� INSIGHT T ENGINEERING COMPANY RESOLVE � i 8 80.1= 115.33 e' • z 9 m WV= 105.61 (S) LEGEND c < My =10571 (S) EXCEPT FOR SUMP PUPM DISCHARGE LINES USED TO DRAIN CRAWL SPACES, r :I 3l m u 3 _ PROVIDED THE SUMP PUMP SYSTEM INCLUDES IMCKFLOW PREVENTION OR A n D EXISTING MONUMENT (AS SHOWN) VOL WOOD FENCE I 1 m - 51/4" EH. ASSY. - 4 "STORZF7G. IVl -28LF 6 "DI SPOOL f%, CONNECTING TO - 12 "x6 " TEE (M&FL) !l`t IX. SIDEW -12GV (FLxMJ) - @ "POLYPIGSTATTON � �I 8557200010 ER STD. PLANNO. 300.6 v NOTES 1. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUNDED. 2. A MINIMUM SEPARATION OF 10' SWILL BE GIVEN BETWEEN SEWER AND WATER LINES. -5114 EHASSY \ 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WON TABLE ]- 6 "GV(FL) 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE -�' BEDDING SHALL HE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE `t- -' 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED .1 Y' 1 - 4 "STORZFTG. C� FG OLD 0 0 FEET BELOW PAVEMENT LEVEL 4ER 1 -59LF 6 "DI SPOOL 'J FENCE 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE PIPE LOW 17/ SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:7 SLOPE FROM ME EDGE OF THE 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PVC) RUBBER CO. ¢'- �' POST IE =1330 w z CO. [♦ FF =148.0 DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF GASKETED A57M D 3034, STIR 35, OR DUCTILE IRON CLASS 50, h = ROADSIDE DITCHES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO UNLESS 07ERMSE APPROVED BY THE WASTEWATER UTIUTY. Co. L"1270 I I IE -135.0 O �20' ACCESS & x A DEPTH OF ONE (1) FOOT MUST MELT THE FOLLOWING SPECIFICATIONS: 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND (0+00) I I ° SS I# I' UTILITY . EASEMENT _ _ _ _ _ MAXIMUM 12 INCHES ABOVE FlSIHED GRADE OR MUST HAVE MINIMUM _ _ _ - J 4 -8 INCH ROCK/ 40 -70 PASSING; 2 -4 INCH RDACK/ 30 -40% PASSING; AND 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, E -14J'0- - - LESS THAN 2 INCH ROCK/ 10 -20% PASSING. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. It LOT #11 A4NTN4E1 - - - - (1 +32)- - - - - - - - - 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE I FF =132.0 I LOT #10 I I LOT1t7 , x STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR FF =136.0 FF =139.0 70+00) SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT coo - L0T #8 LDRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON IE =10.7.0 FF =148.0 22. DRAINAGE OUT ETES (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: / I A EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, L - _ _ 1 - J L - - - - - J L - - - - - - - - - - - - - - - - J DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS Knowwhat's below. 9 NECESSARY' TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE EACH Cali before OM dl N 89'27'05" W 352.83' OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED \ OUTLETS CONVEYANCE SYSTEM O TO AN APPROVED OUTTALL LOCATION. B. OUKETS DN HIGH LOT SHALL RE LOCATED WITH A FIVE -FOOT -HIGH, 2° X 4° IITIIJTIP CONFLICT NOTE.• STAKE MARKED STORM' OR BRAIN' THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SUTURED TO THE STAKE CAUTION' C. PIPE M47ERAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, / CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON- METAWO DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE g THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL OTHER ACCEPTABLE DEIEC17ON. AND IERnCAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE e,r D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DMAL40E SYSTEMS DESIGNED CALLING UTILITY LOCATE O 1 -800- 424 -5555 POTHOUNG ALL OF THE EXISTING \ m TO CONVEY' FLOWS THROUGH INDIVIDUAL LOTS. m E THE APPLIGWT/CONFRACTOR IS RESPONIBLE FOR COORDINADNG THE LOCATIONS UTILITIES AT LOCATIONS OF NEW UTILII7' CROSSINGS TO PHYSICALLY VERIFY 2 7 OF A WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF WD UTILITIES AS SHOWN LL STUB -OUT CONVEYA NCE LINES WITH RESPECT TO OTHER UTILITIES (EG C,1J= S- 37760` 1vJ3 -77(,,o) f0A` 164th S S 46th gI S 47t m m S 5Dth'"st 7th St m m S 50th PI Se 187th m e' WS 9 S 51st CI Se 1 r t m SITE SO Se 192nd v 7� N N u a t ° a o � ti W E S VICINITYMAP SCALE I- = 114 MILE 5 -31160 W -37760 BASIS OF BEARINGS IS PLAT OF TALBOT ESTATES VOL 17211 -3 17 OF RENTON 11927 KING COUNTY CONCRETE MONUMENT AND CASE IN GRAVEL SHOULDER 39' WEST EA OF TALBOT ROAD SOUTH AND 50' SOUTH OF CENTERLINE OF 192NO Sr ELEVATION = 123.70' TBM SSMH RIM= 171.92 ITV= 162.86 (GTR. CHANNEL EW9 VERTICAL DATUM' N4VD 88 ENGINEER /CONTACT SURVEYOR NEW DIGMEDMiG COIFANY 17120 167H AVE P.O. BOX A 9 17420 116TH 8 SE EVERETT CONTACT WA 98206 CONTACT. WA 9&L58 coNTacr swn/RSH Moolam cONrACr. RoDNEr HAASEN 425 0 963 ( ) 33 3 ." " - °" (425) 235 -8440 OWNER M.T. DELt10PIMNT, LUG 11625 RAINER AVE. S. SEATTLE. WA 98178 -3983 1(1625 AWN HALE !!C 11625 RUINER AVE S. SEATTLE, WA 98178 -3983 (206) 772 -2308 FAX: (286) 838 -2791 PARCEL A° SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY BOUNDARY LINE ADJUSTMENT NO LOSLOO92 RECORDING NUMBER 20060523900010 BEING A PORTION OF NE 114 OF THE NE 114 SECTION 06, TOWNSHIP 22 N. RANGE 05 E, KING COUNTY, W.M. CITYOFRENTON APPROVEDBY D N / U DAB Nd 2.7.14 lUA1Ey U-t 4 APPROVED BY' ✓JI DATE: APPROVED BY, DATE: mm INSIGHT ENGINEERING CO. P.O. BOX -1478 EVERETT, WA 98206 (425) 303 -9363 (425) 303 -9362 FAX INFO@INSIGHTENGVMER I7NG.NHI' SUE ADDRESS XXXX S 192ND ST. RENTON, WA 98055 TAX ACCOUNT NO.'S 793100015106 PORTTONOFTHENE I /4OFSECDON6, TRIP. 22 N., RGE SE., WIVE TALBOT & 55THAVEPLAT OWG FlLENANE DESK�'ED BY: DATE SG1L L. JOB NO 110539-FlNALDWG JRC 11 -05 -2013 1'=30' 18 NO SHEET SWl SEWER AND WATER PLAN Of 3 � Z D °v POWER, GALS TELEPHONE TELEVISION). ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR n 8557200020 m N A 1} ' z � z F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND M4INTAJNED BY m r Q n A 8557200030 8557200060 O I 85572000 THE LOT HOME OWNER. SHALL CONPRIOR� INSIGHT T ENGINEERING COMPANY RESOLVE � 1 mn I e' • z G. STTRM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EE G M CONSTRUCTION LEGEND c < EXCEPT FOR SUMP PUPM DISCHARGE LINES USED TO DRAIN CRAWL SPACES, r :I 3l m u 3 _ PROVIDED THE SUMP PUMP SYSTEM INCLUDES IMCKFLOW PREVENTION OR A n D EXISTING MONUMENT (AS SHOWN) VOL WOOD FENCE I CHECK VALVE. m NL3 2J ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE 1 I' /S. WATER SURFACE I UTILITY POLE ANCHOR DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF r BECKON 1/4 CORNER NOT FOUND foil EDGE OF PAVEMENT LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY rr FIRE HYDRANT (2 NOZZLE) OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO AWNTAIN THE MOISTURE p CITY COMMENTS JRC IO- 28 -20I �I How &ICK OF WALK CAPACITY. �( / \Y SECTION CORNER NOT FOUND O STORM DRAIN CATCH BASIN (CB) TYPE I NGPA SIGN 24. PROFF OF LABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO 1 CITY COMMENTS SLM 03-05-201 CB PROPOSED WATER RUC OF REV. N0. DESCRIPTION INITIALS BATE O FOUND REBNR /CAP OR I.P. (IRON PIPE) (DATE) O STORM DRAIN MANHOLE (SDMH) 25 LS THERBUILDING ORECONSTRUCTION PERMITS BY THE CITY OF RENTON SD PROPOSED SANITARY SEWER DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /R (C) CALCULATED OS, SANITARY SEWER MANHOLE LIABILITY WATER DISPOION FURTHER, THE CITY NDOES ACCEPTRANYUOBLIGATION PROPER (SSMH) PROPOSED STORM DPAIN4GE OF RENTON NOTW FOR ME FUNCTIONING AND (P) PLAT O CO SANITARY SEWER CLEAN OUT (CO) PROPERTY UNE MAINTENANCE OF THE SYSTEM PROVIDED WRING CONSTRUCTION. R 26. THE CONTRACTOR STALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, (A!) MEASURED �) -X -X- EXISTING FENCE UNE SAFETY DEVICES PROTECTIVE EQUIPMENT AND ANY OTHER NEEDED pF W'ASyky P POWER POLE ACTIONS TO PROJECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO TLA? TO BE REMOVED EDGE OF PAVEMENT PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK /.>r -0- GUY POLE WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC ROW R.O.I% RIGHT -OF -WAY CT - - - - - - EXISTING CONTOURS SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS I 7VlM WATER METER I Tun I DEPARTMENT M4NSPoRTARON SYSTEM DMSON ALL SECTIONS OF THE WSDOT +T'F• P.O.Q. POINT OF BEGINNING PROPOSED CONTOURS STANDARD SPECIFIC477ONS I -07 -23 TRAFFIC CONTROL SHILL APPLY. 36499 y CENTERLINE WATER VALVE -� 00. PRE- IXIS17NC DRAINAGE PATTERN 27 Sp�CgLT REOUREMENT 16 OFETHE SURFACE WATER DESIGN( UAL AND AQUIFER o y St A� V` CL' MAILBOX PROTECTION REGULATIONS (RMC 4 -3 -050). /I.ZI -Iy CHAIN LINK FENCE C,1J= S- 37760` 1vJ3 -77(,,o) f0A` 164th S S 46th gI S 47t m m S 5Dth'"st 7th St m m S 50th PI Se 187th m e' WS 9 S 51st CI Se 1 r t m SITE SO Se 192nd v 7� N N u a t ° a o � ti W E S VICINITYMAP SCALE I- = 114 MILE 5 -31160 W -37760 BASIS OF BEARINGS IS PLAT OF TALBOT ESTATES VOL 17211 -3 17 OF RENTON 11927 KING COUNTY CONCRETE MONUMENT AND CASE IN GRAVEL SHOULDER 39' WEST EA OF TALBOT ROAD SOUTH AND 50' SOUTH OF CENTERLINE OF 192NO Sr ELEVATION = 123.70' TBM SSMH RIM= 171.92 ITV= 162.86 (GTR. CHANNEL EW9 VERTICAL DATUM' N4VD 88 ENGINEER /CONTACT SURVEYOR NEW DIGMEDMiG COIFANY 17120 167H AVE P.O. BOX A 9 17420 116TH 8 SE EVERETT CONTACT WA 98206 CONTACT. WA 9&L58 coNTacr swn/RSH Moolam cONrACr. RoDNEr HAASEN 425 0 963 ( ) 33 3 ." " - °" (425) 235 -8440 OWNER M.T. DELt10PIMNT, LUG 11625 RAINER AVE. S. SEATTLE. WA 98178 -3983 1(1625 AWN HALE !!C 11625 RUINER AVE S. SEATTLE, WA 98178 -3983 (206) 772 -2308 FAX: (286) 838 -2791 PARCEL A° SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY BOUNDARY LINE ADJUSTMENT NO LOSLOO92 RECORDING NUMBER 20060523900010 BEING A PORTION OF NE 114 OF THE NE 114 SECTION 06, TOWNSHIP 22 N. RANGE 05 E, KING COUNTY, W.M. CITYOFRENTON APPROVEDBY D N / U DAB Nd 2.7.14 lUA1Ey U-t 4 APPROVED BY' ✓JI DATE: APPROVED BY, DATE: mm INSIGHT ENGINEERING CO. P.O. BOX -1478 EVERETT, WA 98206 (425) 303 -9363 (425) 303 -9362 FAX INFO@INSIGHTENGVMER I7NG.NHI' SUE ADDRESS XXXX S 192ND ST. RENTON, WA 98055 TAX ACCOUNT NO.'S 793100015106 PORTTONOFTHENE I /4OFSECDON6, TRIP. 22 N., RGE SE., WIVE TALBOT & 55THAVEPLAT OWG FlLENANE DESK�'ED BY: DATE SG1L L. JOB NO 110539-FlNALDWG JRC 11 -05 -2013 1'=30' 18 NO SHEET SWl SEWER AND WATER PLAN Of 3 � Z D °v n � m N A 1} ' z � z z m r Q n A O I i� n D °v n � m N A 1} al � z A r r Q n A O I 1 mn I e' • z 9 5 0 c < r :I 3l m u 3 _ n D ii I m D 1 I � G i� n D °v n m N A a . al � z r a n A O I 1 mn I e' • z 9 5 0 c < � u m u 3 m 1 n ii l I I n D °v n m N A a . s � z 50 140 130 120 �O 1 PVT STA = 0 +61.50 Pl7 ELEV = 152.05 AD. _ -3.54 K = 28.21 100' VC h � o O � N W N m5 O PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N., RGE SE, W.M KING COUNTY, WASHINGTON 1 11 6811 before you dig. UTI L I TY C O NFL I CT N O T E. CAUTION.- THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 1 +00 2 +00 RAOD A PROFILE HORIZ SCALE. I " -30' VERT. SCALE: 1' =3' 3 +00 150 N � _O � Y I / I / \ \ PROPOSED RAGE ®C /L OF RD O M \ N / O rp II II W 'a \ v EX. GRADE � C/L OF RD / � W 4Y4`L \ v I / 140 O\ \ O kT - \ `G / PROPOSI GRADE / SSMH#6 / STA 0+78 5 V v RIM.. 150.81 \ F. 14261 (OUh / I / / \ W y O J� \ 1 EX. GRADE ALONG N / \ 8'4 :::Ij LMH# / 1361F'S = 0.0100FT/FT 130 STA 3 +25.45, 80.40'L RIM: 141.00 IE 131.64 (IN) IE 133.00 ( ) IE 131.54 (0 RIM: 142.84 IE 131.64 (,190 IE 131.54 I I O o / za N Z "o x tt / wa �d 1m I C� tOM Om tOh tOm O / 1 11 6811 before you dig. UTI L I TY C O NFL I CT N O T E. CAUTION.- THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 1 +00 2 +00 RAOD A PROFILE HORIZ SCALE. I " -30' VERT. SCALE: 1' =3' 3 +00 150 I / I / / O rp / I / 140 - / PROPOSI GRADE / / / / I / / / EX. GRADE ALONG N / / 130 RIM: 142.84 IE 131.64 (IN) IE 131.54 (0 / 5 Z / I / / A 120 / -- / STA., 31 +2459 RIM: 128.84 IE 120.94 (IN) IL* 120.84 #2 STA 30 +8927 RIM: 125.78 IE 17.88 (IN) I 8 111. #2A 4` c STA 30+8927 e RIM: 125.78 0 rn'o° IE 1 18.38 (OUT) 4 o 110 I - - - -- i 7 i SSMH #] v STA- 30+00 RIM: 11857 I E .104.86 (IN) O Mass C 30+00 CONTRACTOR 70 VERIFY LOCATION AND 31 +00 32 +00 33 +00 ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCWANCES PROFILEALONGSSMMI -4 HORIZ. SCALE 1' =30' VE .. SCALE. 1• =3' 5- 311602 W- 377602 SCALE: 1" = 30' 30 15 0 30 60 CD. w_-P,7-76d7;t. m 0622059143 ZONE R- 1 0622059001 • e Know wws below. 0211 before you dig. V T I L I T Y C O NFL I CT N O T E. CAUTION,• THE CONTRACTOR SHALL BE RESPONSIBLE FOR V DIMENSION, AND DEPTH OF ALL EXISTING UTILMD PLANS OR NOT, BY P07OIJNG THE UTILITIES ANI AND VERTICAL LOC47M PRIOR TO CONSTRUCTOA CALLING U7UTY LOCALE O 1 -800- 424 -5555 PC DIRTIES AT LOCATIONS OF NEW UTILITY CNOSSIM WHETHER OR NOT CONFlICTS EXIST- LOCATIONS C ON THESE RAMS ARE BASED UPON THE UNVERIF ARE SUBJECT TO VAR14 WTN. IF CONFLICTS SHOW SHALL CONSULT WITH INSIOHT ENGINEERING COMF PROBLEMS PRIOR CONSULT TO PROCEEDING WUH ALL A/C DRIVEWAY / PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WASIENGTON LINE LENGTH CALCViAiEO _ r I�t R-/4 93.90 SOROO1001E GITERSECIOIJ 0.00 S00'001001E L3 47.81 SOROO100T TBM 24° ADS Tx� L5 44.83 '7T. 659080 NV- 11;,57 (S) 3123059023 I SD1,IH Um RIM 124.91 1 _ A/C DRIVEWAY / nVV 119. 0 !E) N !NV- 1 18.95 !N) V 11.4' \ Ml' 118 65 1'/) w CHANNEL E,I I A n BELL TEL..IH I \� RIM 123.58 ( >\ DIP 'YTR V/ / i" E L 13t7 1i --- �ssMH ss-- _y_�s_ ss SSIAH - - RIM =109 50 u RIM =1.556 INV 10x85 (CIR. CHANNEL EVI) INV -9t. 56 (N) IM1V =9f 46 (C ;R. CHANNEL E,;,) 0622059143 ZONE R- 1 0622059001 • e Know wws below. 0211 before you dig. V T I L I T Y C O NFL I CT N O T E. CAUTION,• THE CONTRACTOR SHALL BE RESPONSIBLE FOR V DIMENSION, AND DEPTH OF ALL EXISTING UTILMD PLANS OR NOT, BY P07OIJNG THE UTILITIES ANI AND VERTICAL LOC47M PRIOR TO CONSTRUCTOA CALLING U7UTY LOCALE O 1 -800- 424 -5555 PC DIRTIES AT LOCATIONS OF NEW UTILITY CNOSSIM WHETHER OR NOT CONFlICTS EXIST- LOCATIONS C ON THESE RAMS ARE BASED UPON THE UNVERIF ARE SUBJECT TO VAR14 WTN. IF CONFLICTS SHOW SHALL CONSULT WITH INSIOHT ENGINEERING COMF PROBLEMS PRIOR CONSULT TO PROCEEDING WUH ALL A/C DRIVEWAY / PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WASIENGTON �/ ❑7GC ..7.._ 7/ / /F 77-// "�T / /�; >T/ 7�R /l'/ I .,- 77 /� � SOUTH55THSTR - Ti ��z /T T�77 T,- /r / /- /;7r�.� _ - -- -- - �- �C L _- ,ASIS OF BEARINGS I _ /7i�i /7 /Y 0 1 I ; - 3 N✓ 10901 / OF 12 +0'G' ) _ _ - I ib� 14+94.53 I n� 19a2_ o A I _7m v z7'DS °� I; bs - \t, C /:•f+�C _ z n �. ' �, TE FTF , s a \_ _ _ 1 T i +o0 T /41 �_C �_,�N -._L' 88'27• ' ..1.860.... AS GA�.. a &6A'SS u�.i3255 W� GAS _A A,S .S __� _ - -� y�l�J^ /� ✓1T. - _ / I V 1200 - h - - -� � - I� -CiA lFVF - v V �1� t'IIP / � z } v'o5' E-6 3 7 E W. NE 3R0. 1 A / 63' "� -- �V I_ �i�� i �I\ L - - _- '� I c' III VD %IIr // r Q, ti m SITE m 'o SCALE- 1" = 30' VICINIT 30 15 0 30 60 95E 1 = ) o LO� #17 II i I� I LIOT #1 4,9841 SF I s,27a SF ( LEGEND 03 I/ EXISTING MONUMENT (AS SHOWN) �I I 0V w ;� V L �/ L - + 9 I I �'� <r SANITARY SEWER CLEAN OUT CO '\2 RIB V A n - 90' - A \ - -� qIq'` Cow SECTION 1/4 CORNER NOT FOUND -CO ( ) \•� A I. �ca I ( -__ ��- - - } - -�V X50' 8T -_ �. \ \ {}P POWER POLE 5 \ 6'' \ I �\ -� \ \ -I \ \ \ SECTION CORNER NOT FOUND -�- GUY POLE �+ \ \ \ \ \ FOUND REBW CAP OR I.P. IRON PIPE DATE u Ia r\ 1J s \ 1V01 #1� \VI '� A. ( \ I V A / ( ) (DATE) ❑W� WATER METER 057 SF CALCULATED WATER VALVE S 46th gI u s S 50th'ASI S 50th PI S 51st CI Se 192nd I LINE TABLE LINE LENGTH BEARING r I�t R-/4 93.90 SOROO1001E L2 0.00 S00'001001E L3 47.81 SOROO100T TBM 73.33 300'0010017 L5 44.83 '7T. 659080 NV- 11;,57 (S) SSMH I R M 126.98 1 _ A/C DRIVEWAY / IN 113./6 (C R CH 1N,L N,� ✓1 INNV= 162.86 V 11.4' \ (AB 6091 eD 12' 0 !) w CHANNEL E,I �/ ❑7GC ..7.._ 7/ / /F 77-// "�T / /�; >T/ 7�R /l'/ I .,- 77 /� � SOUTH55THSTR - Ti ��z /T T�77 T,- /r / /- /;7r�.� _ - -- -- - �- �C L _- ,ASIS OF BEARINGS I _ /7i�i /7 /Y 0 1 I ; - 3 N✓ 10901 / OF 12 +0'G' ) _ _ - I ib� 14+94.53 I n� 19a2_ o A I _7m v z7'DS °� I; bs - \t, C /:•f+�C _ z n �. ' �, TE FTF , s a \_ _ _ 1 T i +o0 T /41 �_C �_,�N -._L' 88'27• ' ..1.860.... AS GA�.. a &6A'SS u�.i3255 W� GAS _A A,S .S __� _ - -� y�l�J^ /� ✓1T. - _ / I V 1200 - h - - -� � - I� -CiA lFVF - v V �1� t'IIP / � z } v'o5' E-6 3 7 E W. NE 3R0. 1 A / 63' "� -- �V I_ �i�� i �I\ L - - _- '� I c' III VD %IIr // r Q, ti m SITE m 'o SCALE- 1" = 30' VICINIT 30 15 0 30 60 95E 1 = ) o LO� #17 II i I� I LIOT #1 4,9841 SF I s,27a SF ( LEGEND 03 I/ EXISTING MONUMENT (AS SHOWN) �I I 0V w ;� V L �/ L - + 9 I I �'� <r SANITARY SEWER CLEAN OUT CO '\2 RIB V A n - 90' - A \ - -� qIq'` Cow SECTION 1/4 CORNER NOT FOUND -CO ( ) \•� A I. �ca I ( -__ ��- - - } - -�V X50' 8T -_ �. \ \ {}P POWER POLE 5 \ 6'' \ I �\ -� \ \ -I \ \ \ SECTION CORNER NOT FOUND -�- GUY POLE �+ \ \ \ \ \ FOUND REBW CAP OR I.P. IRON PIPE DATE u Ia r\ 1J s \ 1V01 #1� \VI '� A. ( \ I V A / ( ) (DATE) ❑W� WATER METER 057 SF CALCULATED WATER VALVE S 46th gI u s S 50th'ASI S 50th PI S 51st CI Se 192nd I LINE TABLE LINE LENGTH BEARING L1 93.90 SOROO1001E L2 0.00 S00'001001E L3 47.81 SOROO100T L4 73.33 300'0010017 L5 44.83 S4WOI'27w a V - BD - J v D' WNTER V 4,061 SF V (P) PLAT ' MAILBOX \ I I S895428'E 135.2]3 A A I _A_ v A V I I IMH 0 A A LL _ A I I (M) MEASURED � _ � I I UTILITY POLE ,wcHDR 7.7 \ _ _ I I TBR TO BE REMOVED U FIRE HYDRANT (2 NOZZLE) 4 I U N IM' =: 12.93 CURVE L I 24" ADS DELTA T TANGENT C1 7 78.58 1 100.00 4 45'01'27" 4 SDMH DIVEST COMMUNICATIONS 1055 SOUTH GR40Y WAY = 1 16.87 RENTON, Wit 98055 PREMIS BUREAU, 4TH FLOOR 1,- 111.62 (NE) = NV- 11;,57 (S) I 1 u A/C DRIVEWAY / \1 310' SSMH RIM = 115.38 INV = 105.61 (S) INV= 105.71 (S) p 1 1 l'URVETABLE CURVE L LENGTH R RADIUS D DELTA T TANGENT C1 7 78.58 1 100.00 4 45'01'27" 4 41.45 \ \ I \ ,\ f- \ I 1 F.0.1 /. RIGHT -OF -WAY TYPE 1 NGPA SIGN h p ,.O A A \ V A I - A AV I. I I I P.O.U. POINT OF BEGINNING Q r V I PROPOSED WATER o p I 240' \ - E UIPMENTANDPROCEDURE \\ \ \ TRACE 998 p \I\ 40T #3 \ d' G, CEN ERUNE PROPOSED SA 4RARY SEWER 6g51S OF BEARINGS S PUT OF I \ \0 EN SPA LE \ - � 3, 7 SF \ \ 1 C-5 CHAIN LINK FENCE - -- -- PROPOSED STORM DRAINAGE TALBOT ESTATES VOL 17211 -3 \\LOT #14 I I LOT #15 I � �1 \ml 12. ' 12.D' I 1I:` wooD FENCE \ 6,449 SF \ \ PROPERTY ONE 0 T I (T -O�j o A 4,570 SF \�ry N 5,.63 SF V A A I A �J ` V 1 1 P1.5. WATER SURFACE . n TRACT \ \ Io w \ \ \ \ - r -- V \ \ I --X--X- . EXISTING FENCE ONE BM W \ OP EDGE OF PAVEMENT CRY OF RENTON 11927 D@TENT - �I A I \ 87 1 1 VAULT \ c I A D/W ci START r - - - - - - ° 1 1 Bov/ BOCK of wax 'j EDGE OF PAVEMENT KING COUNTY CONCRETE MONUMENT AND CASE /N I I 9,655 SF >i I A A I 20' AC ESS V I .� y I A '^ - ( - - - - SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND ST. I I v 11 I 1 V & UTILIZE' 57A 2 +51938 _+ 1 I I M I 1 +°'- O c0 STORM DAMN CATCH &SIN CB) -X - Ll75RNG CONIOIIRS GRATE! SHOULDER 3.9' WEST EA OF TALBOT R04D 1 I \ I EASEMENT \ \ \ o ° °\ ,I PROPOSED CONTOURS ELEVATION = 123.70' I� J b �J I I 1 � STORM DRAIN MANHOLE (SDMH) 1 °� n - - } - - \ 1 LOT SD -�-, PRE - EXISTING DRAINAGE PATTERN > - ¢5. '� \ PC = 2 +1.0. I I 1 $,923 SF I '"', O SS SANITARY SEWER MANHOLE (SSMH) TBM _ \1 \\ �� I �I 'moo I \\ 171.92 INV= 162.86 (GTR. CHANNEL EW) • \ f I \•r, . I I i �, y _ZONE R-6 _ - - - - II - \ ti 7931050!53 VERWA DATUM: -7111' _ I 1 82 \ \ \ �z' RAVEL / I HEARING EXAMINER'S DECISION. MVEI 88 JI- o \ \ AcCESs LOT #13 / I f _ ENGINEER /CONTACT SURVEYOR RDA I 5, 187 SF / �\\ 18,670 SF� I II 1 L 0 SF I I \\ \ 1. THE PTHEOOPENPSPACE SHALLL PLAT BE (PLACED IN A SEPARATE TTRACTEAND THAT TRACT BE DEDICATED TO A HOMEOWNER'S ASSOCIATION OR Nis✓t,YlT ENG9499MJG COMPANY HANSEN s4Rl£YIiG \ • \ 1 I III a, I .fie I I - IT I I OTHER WORKABLE ORGANIZATION ACCEPTABLE TO THE DIRECTOR, TO PROVIDE CONTINUED MAINTENANCE OF THE RECREATION SPACE TRACT P.O. BOX 1478 17420 116TH AWE SE \ CONSISTENT WITH KCC 21AI4200 EVERETT WA 98206 RENTON WA 98058 - -� I ✓ I I - - - - I - -1- `j 2. THE APPLICANT SHALL RE- DESIGN THE GRADING PLAN, TO PROVIDE AN OPEN SPACE TRACT THAT DOES NOT EXCEED THE 5 PERCENT CONTACT: S4NTHOSH MOOUYIL CONTACT. RODNEY HANSEN GRADE MAXIMUM THE UPDATED GRADING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT (425) 25) 3063 (425) 235 -8440 II 9 I _ 8T r I \I MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE FAX (425) 303 -9362 3. THE APPLICANT SHALL PROVIDE A RECREATION SPACE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER 897 F \ x I I I WITH THE CONSTRUCTION PERMIT APPLICATION. THE RECREATION SPACE PLAN SHALL BE APPROVED PRIOR TO CONSTRUCTION PERMIT OWNER APPLICANT r 3 ° I ISSUANCE AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE KING COUNTY CODE, INCLUDING KCC 21A14 180 1 I 115' UTILI71•I o \ \ D/W CUT END I I \ I /-V 4. A LANDSCAPE PUN AND IRRIGATION PLAN CONSISTENT WIT KCC 21A 16.115 SHALL BE PROVIDED FOR RENEW AND APPROVAL BY THE M.T. DEVEI PI",, LLC IA.YS PACE HG SEMEN] V \ I STA 2 +64.50 1 S4' / \ \ LOT #6 I III I CURRENT PLANNING PROJECT MANAGER WITH THE CONSTRUCTION PERMIT APPLICATION THE LANDSCAPE PLAN SHALL BE APPROVED PRIOR 11625 RAINER AVE. S 11625 RAWER AVE. S. \ \ \ OT #j'�' \ \ 1 I I P \ 1 1 / \ \ 4,099 SF I I TO THE CONSTRUCTION PERMIT ISSUANCE SEATTLE WA 98178 -3983 SEATTLE WA 88178 -3983 I \ \ \, 134 SF \ ° 1 0 ,•� I 5. THE APPLICANT SHALL REDESIGN THE WETLAND TRACT TO COMPLY WITH THE WETAND MITIGATION REQUIREMENTS IN 21A24 J40 AND (206) 772 -2300 LT 997 \ \ /! \ PROVIDE AN EVALUATION PREPARED BY A QUALIFIED PROFESSIONAL IDENTIF)ING COMPLI4NCE WITH THE REQUIREMENTS OF 2IA24.340 FAX: (206) 838 -2791 N A \ \ I \ \/ \ co \ �• - - - - - \- - - - - J \ PRIOR TO CONSTRUCTION PERMIT ISSUANCE THE UPDATED WETLAND TRACT AND ASSOCIATED MMG47ON DOCUMENTS SHALL BE APPROVED 131\31 SF - -\ BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. - - \- - LEGAL DESCRIPTION , , I T -T� - - S _ 6. AN ACCESS ROAD AND EASEMENT SMALL BE PROVIDED FOR THE CITY TO SANITARY SEWER MANHOLE 13. SUCH ACCESS SHALL BE FROM 1 \ \ 1 \\ r - - - \ I (- - - - 1 \ \ I \ BY THE PPoUAN REVIEW PROJECT WMGER DRAVAULE SURFACE. REVIEW AND CONSTRUCTION PERMIT APPROVAL OF THE ACCESS ACCESS EASEMENT SHALL BE RECORDED PARCEL A' 3 \ I \ \ �I \ �' I I ` \ \ I \x \ OLD THE FINAL PUT. SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY 50• \ I' 7 THE TWO PRIVATE ACCESS EASEMENTS SHALL BE RECORDED AT THE TIME OF THE FINAL PUT RECORDING. BOUNDARY LINE AWUSTIEINT NO L05LOO92 RECORDING 4 \ I BU I \ \ I , 1• °^ I ROT #�\ \ a \POSTE 8. THE APPLICANT SHALL PROVIDE A TREE RETENTION PLAN WHICH IS IN COMPLIANCE WITH THE KCC 16 -82 -156 FOR REVIEW AND NUMBER 20060523900010 BEING A PORTION OF NE 114 OF 5 \ 6 ATP I I \ I I W R° I �\ APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE NE 1/4 SECTION 06, TOWNSHIP 22 N, RANGE 05 E, 36 SF _. 1 \ \ i, I I l I I 9. THE WETLAND TRACT SHALL BE PLACED IN A NATIVE GROWTH PR07ECTION TRACT AND SHALL BE RECORDED ON Off FACE OF THE PUT. XING COUNTY, W.M. 1;247 SO. FT. T� I I ' \ I I °' - I I I � 20' ACCESS & I I \ x \ \ IN ADDITION, A HOME OWNER'S ASSOCL477ON SHALL BE CREATED AND EACH LOUD OWNER OF THE SUBDIVISION SHALL HAVE A SHARED (ON PROPERTY) I I \ I\ \ \I I °_ \ I I I n -F U, I UTILITY €ASEMENT 1 _ - - - J \ \ UNDMDED INTEREST IN THE NAPA TRACT. iV \ I 2OF 10. IF NOT DONE SO ALREADY, CITY STAFF SHALL ENSURE THE PROPOSAL COMPLIES WITH THE CIIYS CONCURRENCY REOUUTIONS AND THAT ClTYOFRENTON TAI I o m I 1 \ \ I 1 I t.• �, - \. \ ALL OFF -SUE TRAFFIC IMPACTS HAVE BEEN ADEQUATELY MITIGATED. \LOT #I1\ } J -�- - 1- - -T - -+ \ I' T.P '� LOl 10 I L0.(#9 'F -I - I - - x APPR0VFDBY ° ^�' DATE: 11 7.>- / 9 5,405 SF v �I SHEET INDEX / u \ 4,083 F 3,999, SF 7, 1 I ,L I I A V V A I I 1 1 OTO 1 I I C1 COVER SHEET I -DISTURBED BUFFER I 1.14T�245F \ \ I \ \ I I I III I I 1,925 SF I I I C2 GRADING PLAN I \ \ \ 1 I I I^ R=377601 C3 �C P� APPROVEDBY- DDUV Ail DATE 11 2611 \2,406 SF y p, I I IT I II I * 1 \\ Ivy / I C4 GRADING DETAILS CS ROAD & DRAINAGE PLAN C6 ROAD & DRAINAGE PROFILE II I T I / C7 DETENTION PUN & DETAILS \ 52' / 8' L - - t55' - - �\ L _ ., u,1 IJ L _ - J 1 L - C8 DETENTION DETAILS APPROVBDBY( -� DATE lL•1 \ C9 FRONTAGE IMPROVEMENTS I 45 - - -�� - - - - - J / / CIO FRONTAGE IMPROVEMENTS 35263' \ \ I 1 C11 NOTES AND DETAILS V C12 IXISRNG FEATURES MAP Cf3 STREET LIGHT PLAN m , / Cf4 STREET LIGHT NOTES AND DETAILS "CONNECTING TO g ? SW1 SEWER & WATER PLAN IX. SIDEW K (3a63�-F 22 SW2 SEWER & WATER PROFILES SW3 SEWER & WATER DETAILS 8557200010 m z /� Poi POST OFFICE APPROVAL PLAN mp Eo 3 6 7 L1 -L3 LANDSCAPE & RECREATION PLAN INSIGNT INOINS•lINO CO. 8557200020 8557200030 8557200060 P.O. BOX -1478 N - 8557200070 8557200080 S1.1 -S1.4 VAULT STRUCTURAL PLANS EVERETT, WA 98206 VTILITYANDSER VICE PRO VIDERS NOTE: (425) 303 -9363 (425) 303 -9362 FAX 1. THE OPEN SPACE TRACT 998 INFOQINSIGI-ITENGINEERING.NEI• CABLETV' FIREDISTRICT• HOMEOWNER'S ASSOCATION.E 2 CITY COMMENTS JRC 10-28 -2014 S� ADDRESS RENT 5 1 AND Sr. RENTON, WA 98055 COWC4ST KING COUNTY FIRE DISTRICT 137: 2 REFER TO THE APPENDIX OF THE IN 1 CITY COMMENTS SJM 8T- OS -201a 4020 AUBURN WAY NORTH EAST KENT FOR WETLAND BUFFER MITIGATION PLAN. TAX ACCOUNT NO.'S 793100015106 Po BOX 1048 24611 116TH AVE S.E. REV. NO. DESCRIPTION warns DATE AUBURN, WA 98002 KENT, WA 98030 PHONE.. (253) 859 -3322 SCHOOL DISTRICT. POWER AND GAS.• TALBOT& 55THAVE PLAT RENTON SCHOOL DISTRICT 1403 PUGET SOUND ENERGY 300 SW 7TH ST. 10885 NE 471 STREET RENTON, WA 98055 P.O. BOX 97034 PHONE (425) 204 -2300 BELLEVUE, WA 98009 -9734 WATER AND SEWER TELEPHONE .• CITY OF RENTON DIVEST COMMUNICATIONS 1055 SOUTH GR40Y WAY 450 11071 AVE. NE RENTON, Wit 98055 PREMIS BUREAU, 4TH FLOOR BELEVUE, WA 98003 3. TRACT 999 SHALL BE OWNED & kWNTaNED BY HOA AN EASEMENT OVER AND ACROSS THE TRACT SHALL BE DEDICATED TO THE CRY. PARCEL: 7931000151 VACANT SITEAREA: 126815 SF (2.91 Ac) 114,618 SF (2.63 Ac.) 40FSECETON6, TWP.22N., RGE SE, W.M. I TALBOT & SSTH AVEPLAT SHEET Cl COVER SHEET of 14 C7i : -R-3-7760/ Mr IgIaAN- S At 9F NPR- Y -T`Ir r31A TC IOW'A r -5119 OR COLFFESSM T`PE SJCF AS CLOW MEDALLION: M h H 923, MJELLDR SJPLR C3vERCA 209. ANC 'W IaRCl15 AAC_R W IF E• M-C -ANCAL JOINT NLT WITH _JGS. 5 -1/4" MAN V}I.VE CPENNG. -AO 2= /2" HEIST MIN INNS NA ILAAI SIMIIARD HINFAI)S 4' PUM4R CONNL:IOV CT" Or SEJ.Z_= - TREADS MIT I A STORZ ADAPTOR. 4.13IS• SA I - IHRFAD X S• StORI. AI IArAM WIN 1 18" 5 AIW FSS STD. C }i1= 1 -1 /<• PEKTACAV CPCRATNG NUT. rR- 1YDRAVT -O HE PAN ED WIN 'WO COALS 0- ?AN . QI ° tlCnTH -/PRE S- RS'}1M PNA No 5791553 D -A ACRY_C GLOSS. SAW Y31CW OR Atli LCUA_ PLV­l1R COWNLC OV U FALL HCAII'NA" OR AS DIRECTED 3" RENTON OR= D ARDVCINT. ME IYDRAV- CXTENSOA TO BU LSD F REOU RED. Mh. 12" 10 20" BEgKJ BAJI O 1f�CLRB CR 12' 3FEINC SACS OF SDEWALK IA IS AD.ACLNT TO CLRB ilI 4 z 5• S�Z S' w5'. WAIN HFMSI NCIF 1- PAS AHDUF b i H"RM . FINIS} JOIN- VA CH :1)-Y'AI eI� ! BACK OF I JqA n 9" lF1ivT SACK OF �F'WAI K T CONCRC-C i0:'1'.LLK 1 �j OR P AN No SINN / 36' VIN xVER ( ND PECE CAST IRCV ''VALVE BOX 61TH LUG YPL OSVbi. =ULAL U U_ °V 'IC -MNURY C SIANJAiD H 10' SIECI IN, 61 H REGLLAR BASE S'CTCh I FROTH -O FT. VAI `/F NUT FX?NSION AS R-0J1R -M RNSrC PAVrNFNT IA6'M R -YP- 86 -A _Z79IIVSONII- '00 1YAY H OF H -F -nIIV- - CONOtLIt U_JOUhG COIC4_F s. +:� T IRLST MOCK L .�], -. :1 �- MAIN LN: TEE. WITH 6" RANGE SIDE CUTLET. E CA la VALVn (F_ X WIT RAB'A G -509, RIES Um I SEA 1 6 51e DUCT-E CO ROR P I- CUSS 52 CEMENT _DIED, LENGTH 0 FT I 9 3 /c" caR ON Srr1 uF REDS. 16• x B• x 4• MI9NUV J 1/2 YARD Or 1 -1/4 %'.ASHED DRAIN ROC( CONCREIL EEAFIVC V AROVF 800- F ANC, PI AOI Z V I BLOCK U41I IVDRAV 'CLYCVIWLT= "1W IACONO TOP ANC SDCS 0- ::IAVL. I IYDRAN I AziSLMLJLY IFV -I Al -?OUND z LEVEL A__ T.CLVD MN 3' RADIUS YN 3' RA:XI.i T CN= MAN RUCK At 1'6 i1 6" GOWCFL C >m 6 ` ) L 6' CONCR 1= PAD CL I r11 I - YDRAN- LOCA- ON N C.,- OR --L- PUBLIC WORKS FIRE HYDRANT ASSEMBLY 5m. PLAN - 510.1 DEPARTMENT 4 T MARCH 2010 (2)FIRE HYDRANTASSEMBLY W3 NOT TO SCALE RECESSED UFT POCKET I1" - 11 N.G SOCKET HD 2" A.C. 2 -0 SCREW 1 Jr LONG II�( (BRONZE OR S.S) 1 I Jr x 2" RAISED PADS •;:_� - \\ Lai/ 6" CONE . CLASS 3000 SAND OR EXPANDABLE FOAM 124'- WATER TIGHT t PLUG 2" 45• (1/8) BEND 1 2" tr 2" 12 I; 14" �VF CAST IRCN RING AND COVER p�' PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND 1. 6" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. N. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V -0" TI/CX, 2' -0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE R NIC AND COVER. 41 PUBLIC WORKS S OR B INCH CLEAN•OUT Sm. PL41I - '1 DEPARYM@T7' FOR SANITARY SEWER MAINS 3EPTE1D3ER 2011 %518 OR 6INCHCLEAN- -OUT W3 FOR SANITARY SEWER MAINS NOT TO SCALE 13•.94• P ASTIC MFTFR AM FQIIAI TO DO SLATS FI ASTC, N.^. RCF SFRIrS MSAG 1124 16 WTH t75' TF CS }11^11 F RON DIAVCN� PLATE COV =R CQJAL -0 A13 -` h1CS PLASTICS. NO MSC'EC- 1324 -11 'NT- RUDER LID AND 2' CRILIEC IDLE -CR TV_r READ PI _C (SCE D- TAIL n -6j PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M KING COUNTY. WASHINGTON a= Ivavllr nvw r x. ,IN UNIM =F-vWC iCi T Cr '?I WAY INSTALL NC__R COX AT PROPrRTY Nr Am 12' r' I ON:; CIIDP R IA.I FlI I:. S 5(A t p1l E` - 1000HRFA: YIAI -N METER TC EC .2 SU'FUC:; B° TIC C TY T`T'E "<" SOFT COPPER N&NG / 9' M I 'B' N FINIS CRFD / / x =1PRCSS04 CMPUNG i' z JJP JVhT U C N 21V MIN. =S 54" MH % =ROMAF 51 ACK N C -PrR ^pJ ERKC S ECK `/a .,L ML FORD 3' N V CL "viN � ','UL-- F: J/4-B -24N-2 W I AAGLL UALL VALVE ON INILI AID 1 60" SINCLL CHECK YFJ.2 CN 0-IL --1 PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M KING COUNTY. WASHINGTON a= Ivavllr nvw r x. ,IN UNIM =F-vWC iCi T Cr '?I WAY INSTALL NC__R COX AT PROPrRTY Nr Am 12' r' I ON:; CIIDP R IA.I FlI I:. S 5(A t p1l E` - 1000HRFA: YIAI -N METER TC EC .2 SU'FUC:; B° TIC C TY T`T'E "<" SOFT COPPER N&NG / IL SF4NCF TIN- O W_5F IS I 'B' -D BE NSTAL -ED IN THE FUI.FE INS -ALL -ORD CH 33 OR 14 RIP i 'D' / / x =1PRCSS04 CMPUNG i' 6" MIN. JJP JVhT U C N 21V MIN. J -'AA LR VAN 0 54" MH % =ROMAF 51 ACK N C -PrR ^pJ ERKC S ECK `/a .,L ML FORD 5FRYCI I N- 10 M- Ft. t41 /L- 1S'W -44 -334. CR WUUNAJ) 5 -,AS1z: 21- 2]S'MCCCJ3, LR 1 24" I.D. ','UL-- F: J/4-B -24N-2 W I AAGLL UALL VALVE ON INILI AID 1 60" SINCLL CHECK YFJ.2 CN 0-IL --1 CORPORATOR SOP %111 BALL VALV°_. FCR3 ,O? FRSF­FR FOR ' MF7F2: °ORO V3 17) 1511' 44 44q OR TAPERED 11RCAD f0C). QUICK , N- VdONAI7 RRASS: I c15NYCC'44, OR MI : 1 R 24]0 D (3/4' FB'000 -3 -C) OR AY MCDD44D 47G113 30TH NI AN- CUTLET '11TH Q_CK AO NT. PAD_OCK W%GS DV (1` FB1000 -4 -0) OR AY •ACDCNAW 47O 'O NS ANII CAL VALVE ANC SINGLE C ICCK VALVE ON OLT__ . AL_ FTTKOS N111'JU_' J31L NOTE: PASSING AL- MEILi 30XLS INSIAJI '411HIN CUICiLIE OR PAVJ) -'RIV_'NA"5 SEAL_ U_ CAS- IBM =QUAI TO 0 "M -C = CUNDARY. FXPANSON .LINTS MASH RF INSTA117D ON COO SC =S OF AMR 30x. =1 FVA_1CN Y.II 2' rl.•.. IOlr rC.R AYR rAU 0.0.1C V1 ll R W AD; 10JO1N1 A.; 1), IC, 2 1/2" MIN. IRCR NLARLSI AND FRONT EDG7 Or P- Do RB rAL I NO IN- ZEN UR OF HL -JL- VUS 4- Al LEAS I" FROM Uh RNFATH R13S UV1 =SS TH= RIB SPACVG AI ICAS I-F INC T -O ICI ITEM AGAINST TI- OPN SIDE 0- MORE DIAN fM- RIB. '! OR T VANI]1) CG n3i 8 PUB LIC EDITS AM T WATER SERVICE SAD. PLAN - 920.1 NOVEMBER 2008 6" BUILDING SEWER PIPE WITH 6" SOE CUTLET 1:3:5 MIX CONCRETE BLOCKING x21314 "AND 1 "WATER SERVICE �'WYNOT TO SCALE �RROPERTY LINE Y -O' FUTURE BUIIDc 1 SEWER \ j `6, will `2 "x 4' STUD NAINNG POST PAINTED WIN SURFACE CLEAMWT WON E W1H TIRE WORD "SEWNt' STENCILED CAST IRON RUNG A COVER IN 3" NIGH BUCK LLTIFAS AMU 46 WINE (FAST JoROM ROM WORKS °RAPPED AROTHE ME STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO 111E 1(IP OF THE STUD. SPECIFY "SEWER' ON DD. SEE SM. PLAIN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SCE SEWER CONECTIONS TO NAN UNES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - WT IN A NEW SECTION BE SEWER MAN WITH A NEW LEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONC I TM MAN - GOT N A NEW SECTION OF SEWER MAN WITH A NEW TEE USING FLEMBUE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAN - CORE - DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) OR WT IN A NEW LEE USNG RIM COUPLINGS D. DUCTLE IRON MAIN - CORE - DRILLED WON A NOMAD SADDLE (OR APPROVED EQUAL) E MANHOLE CONNECTION - ALL CONFECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CARE- DRILLED. ('60" ALLOWABLE MAX. /FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER I 571D. PLAN - 4051 DEPARTMENT INSTALLATION (SEWER NOUN TO PROPERTY LINE) JANUARY 2019 66__�STANDARD SIDE SEWER INSTALLATION W3 NOT TO SCALE WATE=R MAN -7 I A33 TIONA_ ADJ.;S -MCN IS %T�RECUIRED, INSTALL 2 2" CLOSE N PPLE AN- 2 -2" 9C' BE\D. SCREWED 2" Cl CSF NP? F Al HIS P9N1. IF L 1OCA I A� C LU IFH HC% IN INTc 0 -1 CST RCN ECX N ' ;:VCC OR N(RI- AREA1. �-- 7 Cl CSI Nl: -P 2" 9C _30'N 7" So I 3t1'W \\ / ` - - - -- 2" GAL ZED ?'_ AS R_OUIFED V=RC IL 131_0C4 NG �- DLAN VALVE NU- CXT -NSICN AS REO IRE3 TWO PIECE CAST RCN VALVE (SEE D'W'C ZR45 / PACE OC ?O) FIA1A 1() (:I YMPIC - OUNUtY CO. � fC30UN0 LN_ //-CCNCR_I_ SID_'NALK S I ANUAIRD H" IO' SCION, ''W1 RI GUI AR BASI SI C I ION 'A' I 'B' n0111 10 111. 7" 111 SI IN .9 All i 'D' '1: GATE VALVE, SCT ='WED 2" CA 'JAN ZI D 6" MIN. P FE 12" _ONC 21V MIN. T C_OS= NIPPLE 54" MH HE 'Al-F\ ::AP OR PI LAG 0 f AND 2" 901 C_3OY,• 1 24" MIN, 1 24" I.D. 60" MH 1 60" 1 i� ooh c•o� AMAX, S- INSTIF_ 4 MI_ = OLYETHYLE\E 1 42" MIN. PLASTIC COVER OVER 'NASHEC GRAVE_. CUT -CLE FOR PIPE • oe ,qp _ a y Z 0 10 CL. FT. WAS ICD CRAVE_ PASSING 1 1/2" AND RE -AIMED ON 1 /4• MESH =OR DRAIN =1 FVA_1CN PLBEIC WORKS 1 2" BLOW -OFF JEPARTMEKT PERMANENT ASSEMBLY 2 112" NST ( CSC) AND 2 1/2" FNS _ CAP VAT- GAS <ET 2"x2 "x2" FIE AND 2" CAP 2" C OS- NIIIHF 131-1VI -FN I-F AND 90' FI BC1V. /' 9U' F How SAD. PLAN - 940.1 MARCH 2010 x312 "BLOW-OFF PERMANENT ASSEMBLY w NOT TO SCALE I- W (SEE NOTE 7) - LIMITS OF PIPE ZONE ., BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL- 2 HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE STANDARD SPECIFICATIONS 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFlLL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF ME STANDARD SPECIFICATIONS OR PEA GRAVEL 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -094 OF THE STANDARD SPECIFICATIONS PUBLIC PIPE BEDDING DEPARTTIIGINT ET7T FOR SANITARY SElNER8 OCTOBER 2012 r7_'�PIPE BEDLIM FOR SAAUARY SEWERS W3 Nor To SCALE 7' a NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (Y MIN.) SEE NOTE 6 MORTAR MOS) (3/8" MN.) SEE NOTE 5 CONE (ECCENRIIC) RUBBER CASEERD JOINTS N ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROTED EQUAL (ADDER- POLTPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST N SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS 90. PLAN - 4001 DEPARTMENT STANDARD SANITARY MANHOLE - -.. SEP3E1®ffit 2031 5- 311603 W- 371603 r4 _�STANDARD SANTTARYMANHOLE W3 Nor To SCALE call before you dry. UTI L/ TT C 0 NFL I CT N O T E. CAUTION.' THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5 PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1 ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN Cb S- 37760V W - 37766 3 1 R S yY 3 i N r P 0 z m O w U c1 D .T 'A' I 'B' C. i 'D' '1: 48" MH 48" 6" MIN. 5-MIN 21V MIN. 21"1.D. 54" MH 1 54 1 8" MIN. 5.5" MIN. 1 24" MIN, 1 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 1 42" MIN. I 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS 90. PLAN - 4001 DEPARTMENT STANDARD SANITARY MANHOLE - -.. SEP3E1®ffit 2031 5- 311603 W- 371603 r4 _�STANDARD SANTTARYMANHOLE W3 Nor To SCALE call before you dry. UTI L/ TT C 0 NFL I CT N O T E. CAUTION.' THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5 PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1 ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN Cb S- 37760V W - 37766 3 1 R S yY 3 i N r P 0 z m O w U c1 D .T e a N 0 0 T N 8 • _ a y Z